HomeMy WebLinkAboutSeptic Correspondence 00 Smith Street Stein Road RR #1
Ellington, Conn,
06029
Petersen & Hoffman
68 Temple Strut
Hartford, Corm.
Attn: Mr, Mel Stead Febrnar'T 12, 1972
Dear Mel:
The results obtained from two percolation tests
performed by your firm on February 9, 1972 at the property
of George A. Gilbert of Smith Street, South Windsor are
tabulated below. Each of the two test holes shall be refer-
enced and designated as to location on your plot of the
premises.
The test holes, each approximately 12 inches in
diameter and 30 inches deep, were excavated, and pegs set at
a height of 18 inches from the bottom of each hole. Each hole
was filled with w;ter to the depth, above bottom, indicated
in the second tabulation below with the rate of draadown as
shei�A.
Soil Characteristics
Test Hole Depths Soil
3 n�nbol below surface Spa
D 0" to 12" -topsoil & silty clay loam
12" to 24" silt
24 to 30" gravel, silt, & fine sand
0" to 12" topsoil, silt, & fine sand
12" to 30" silt and fine sand
i
Test Hole I'D" (water depth 12 inches) -
Time
Change in water Rate
elevation (inches) inches/minute
0 2 sin. - 2
1 1/2_
2 4 min. 1 1/3
4 7 min. 1 . , 1/3
1
7, - 10 min. 1
10 .14 min. �S
14 - 19 min. l 1/5
19 49 min. 6
Test Hole pr" (water depth 12 inches)
1 2
0 - min. 1 2
1 min. 2 ,
1 - 2 min. 1 2
2 - 2 min. 1
2 . _ 3 min. 1
3 15 min. 6
Very truly yours
r P.E. & L.S..
Rodney L. Loomis J .,